SW8190818_Current Permit_20200721

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
BRIAN WRENN
Director
July 21, 2020
NORTH CAROLINA
Enviranmentd Quality
Aftew Properties, LLC
Attn: Mr. Arnold L. Sobol, Manager
2020 S. Churchill Drive
Wilmington, NC 28403
Subject: State Stormwater Management Permit No. SW8 190818
The Village at Motu Landing Phase 2E
High Density Subdivision Project
New Hanover County
Dear Mr. Sobol:
On July 16, 2020, the Wilmington Regional Office of the Division of Energy, Mineral and Land Resources
received a complete minor modification application for changes to the approved plans for Stormwater
Management Permit Number SW8 190818. It has been determined that the nature of the proposed change meets
the definition of a minor modification in that it -does not result in an increase in the size of the permitted
stormwater control measure (SCM) and does not increase the amount of built -upon area. Please refer to
Attachment C for a detailed description of the current proposed minor modification. There are no changes to the
previously permitted plans.
Please be aware that all terms and conditions of the permit issued on January 14, 2020 and modified as attached,
remain in full force and effect, including the requirement to revue or amend the recorded deed restrictions with
the updated builfupon area allocations. Please also understand that the approval of this minor modification to
the subject State Stormwater Permit is done on a case -by -case basis. Any other changes to this project must be
approved through this Office prior to construction. The approval of this minor modification does not preclude the
permittee from complying with all other applicable statutes, rules, regulations or ordinances which may have
jurisdiction over the proposed activity, and obtaining a permit or approval prior to construction.
If you have any questions concerning this permit, please contact Kelly Johnson in the Wilmington Regional
Office, at [phone] or [e-mail].
Sincerely,
LBrianWrenn, erector
Division of Energy, Mineral and Land Resources
Enclosures: Attachment A — Designer's Certification Form
Application Documents
GDS/kpj: \\\Stormwater\Permits & Projects\2019\190818 HD\2020 07 permit minor 190818
cc: Phil Tripp, PE, Tripp Engineering
419 Chestnut Street, Wilmington, NC 28401
New Hanover County Building Safety Department.
New Hanover County Engineering
Wilmington Regional Office Stormwater File
North Carolina Department of Environmental Quality 1 Division of Energy, Mineral and Land Resources
Wilmington Regional Office 1 127 Cardinal Drive Extension ' Wilmington, North Carolina 28405
d 910.796.7215

State Stormwater Management
Permit No. SW8 190818
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENTAL QUALITY
DIVISION OF ENERGY, MINERAL AND LAND RESOURCES
STATE STORMWATER MANAGEMENT PERMIT
HIGH DENSITY SUBDIVISION DEVELOPMENT
In compliance with the provisions of Article 21 of Chapter 143, General Statutes of North Carolina as
amended, and other applicable Laws, Rules, and Regulations promulgated and adopted by the North
Carolina Environmental Management Commission, including 15A NCAC 02H.1000 amended on
January 1, 2017 (2017 Rules) (the "stormwater rules"),
PERMISSION IS HEREBY GRANTED TO
Aftew Properties, LLC
The Village at Motts Landing Phase 2E
360 Glen Ellen Road, Wilmington, New Hanover County
FOR THE
construction, management, operation and maintenance of built -upon area (BUA) one (1) wet pond
("stormwater control measures" or "SCMs") outlined in the application, approved stormwater
management plans, supplement, calculations, operation and maintenance agreement, recorded
documents, specifications, and other supporting data (the "approved plans and specifications") as
attached and/or on file with and approved by the Division of Energy, Mineral and Land Resources (the
"Division" or "DEMLR"). The project shall be constructed, operated and maintained in accordance
with these approved plans and specifications. The approved plans and specifications are
incorporated by reference and are enforceable part of this permit.
This permit shall be effective from the date of issuance until January 14, 2028 and shall be subject to
the following specified conditions and limitations. The permit issued shall continue in force and effect
until the permittee files a request with the Division for a permit modification, transfer, renewal, or
rescission; however, these actions do not stay any condition_ The issuance of this permit does not
prohibit the Director from reopening and modifying the permit, revoking and reissuing the permit, or
terminating the permit for cause as allowed by the laws, rules, and regulations contained in Title 15A
NCAC 2H.1000 and NCGS 143-215.1 et.al.
BUA REQUIREMENTS. The maximum amount of BUA allowed for the entire project is 313,078
square feet.
a. SCM BUA LIMITS. The SCM has been designed using the runoff treatment method to
handle the runoff from 313,078 square feet of BUA within the delineated drainage area. The
BUA for the future development is limited to 48,000 square feet, which has been included in
the total.
b. BUA FOR INDIVIDUAL LOTS. Each of the 31 lots are limited to a maximum of 7,000 square
feet of BUA, as indicated in the approved plans and specifications. The maximum BUA
assigned to each lot via this permit and the recorded deed restrictions and protective
covenants may not be increased or decreased by either the individual lot owner or the
permittee unless and until the permittee notifies the Division and obtains written
approval from the Division.
Page 1 of 6

State Stormwater Management
Permit No. SW8 190818
2. SCM REQUIREMENTS. The following requirements pertain to the SCMs on this project:
a. SCM DESIGN. The SCM is permitted based on the design criteria presented in the sealed,
signed and dated supplement and as shown in the approved plans and specifications. This
SCM must be provided and maintained at the design condition.
b. PLANTING PLAN. The SCM landscape planting plan shown in the approved plans shall be
followed in its entirety during construction. After the plants are established, the operation
and maintenance agreement must be followed.
c. FOUNTAINS. At this time, a decorative spray fountain has not been proposed within the wet
pond. Decorative spray fountains will be allowed in the wet pond if documentation is
provided demonstrating that the proposed fountain will not cause resuspension of sediment
within the pond or cause erosion of the pond side slopes.
d. IRRIGATION. If the wet pond is to be used for irrigation, it is recommended that some water
be maintained in the permanent pool, the vegetated shelf is planted with appropriate species
that can handle fluctuating conditions, and human health issues are addressed.
3. STORMWATER OUTLETS. The peak flow from the 10-year storm event shall not cause
erosion downslope of the discharge point.
4. VEGETATED SETBACKS. A 50-foot wide vegetative setback must be provided and maintained
in grass or other vegetation adjacent to all surface waters as shown on the approved plans. The
setback is measured horizontally from the normal pool elevation of impounded structures, from
the top of bank of each side of streams or rivers, and from the mean high waterline of tidal
waters, perpendicular to the shoreline.
a. BUA IN THE VEGETATED SETBACK. BUA may not be added to the vegetated setback
except as shown on the approved plans or in the following instances where the BUA has
been minimized and channelizing runoff from the BUA is avoided:
i. Water dependent structures; and
ii. Minimal footprint uses such as poles, signs, utility appurtenances, and security
lights that cannot practically be located elsewhere.
b. RELEASE OF STORMWATER NOT TREATED IN AN SCM. Stormwater that is not treated
in an SCM must be released at the edge of the vegetated setback and allowed to flow
through the setback as dispersed flow.
5. RECORDED DOCUMENT REQUIREMENTS. The stormwater rules require the following
documents to be recorded with the Office of the Register of Deeds prior to the sale of individual
lots or groups of lots:
a. ACCESS AND/OR EASEMENTS. The entire stormwater conveyance system, including any
SCMs, and maintenance accesses must be located in public rights -of -way, dedicated
common areas that extend to the nearest public right-of-way, and/or permanent recorded
easements that extend to the nearest public right-of-way for the purpose of inspection,
operation, maintenance, and repair.
b. OPERATION AND MAINTENANCE AGREEMENT. The operation and maintenance
agreement must be recorded with the Office of the Register of Deeds.
c. FINAL PLATS_ The final recorded plats must reference the operation and maintenance
agreement and must also show all public rights -of -way, dedicated common areas, and/or
permanent drainage easements, in accordance with the approved plans.
Page 2 of 6

State Stormwater Management
Permit No. SW8 190818
d. DEED RESTRICTIONS AND PROTECTIVE COVENANTS. Recorded deed restrictions and
protective covenants must include, at a minimum, the following statements related to
stormwater management:
i. The following covenants are intended to ensure ongoing compliance with State
Stormwater Management Permit Number SW8 190818, as issued by the Division of
Energy, Mineral and Land Resources (the "Division") under 15A NCAC 02H.1000,
effective January 1, 2017.
ii. The State of North Carolina is made a beneficiary of these covenants to the extent
necessary to maintain compliance with the Stormwater Management Permit.
iii. These covenants are to run with the land and be binding on all persons and parties
claiming under them.
iv. The covenants pertaining to stormwater may not be altered or rescinded without
the express written consent of the Division.
V. Alteration of the drainage as shown on the approved plans may not take place
without the concurrence of the Division.
vi. The maximum built -upon area (BUA) per lot is 7,000 square feet. This allotted
amount includes any BUA constructed within the lot property boundaries, and that
portion of the right-of-way between the front lot line and the edge of the pavement
not shown on the approved plans. BUA has the same meaning as G.S. 143-214.7,
as amended.
vii. The maximum allowable BUA shall not be exceeded on any lot until the permit is
modified to ensure compliance with the stormwater rules, permit, and the approved
plans and specifications.
viii. All runoff from the BUA on the lot must drain into the permitted system. This may
be accomplished via grading, a stormwater collection system and/or a vegetated
conveyance.
ix. A 50-foot wide vegetative setback must be provided and maintained adjacent to all
surface waters in accordance with 15A NCAC 02H.1003(4) and the approved
plans.
X. Any individual or entity found to be in noncompliance with the provisions of a
stormwater management permit or the requirements of the stormwater rules is
subject to enforcement procedures as set forth in NCGS 143, Article 21.
e. DEEDS FOR INDIVIDUAL LOTS. The permittee shall record deed restrictions and
protective covenants prior to the issuance of a certificate of occupancy to ensure the permit
conditions and the approved plans and specifications are maintained in perpetuity.
6. CONSTRUCTION. During construction, erosion shall be kept to a minimum and any eroded
areas of the on -site stormwater system will be repaired immediately.
a. SCM OPERATIONAL PRIOR TO DEVELOPMENT. During construction, all operation and
maintenance for the project shall follow the Erosion Control Plan requirements until the
Sediment -Erosion Control devices are converted to SCMs. Once the device is converted to
a SCM, the permittee shall provide and perform the operation and maintenance as outlined
in the applicable section below.
b. SCM RESTORATION. If one or more of the SCMs are used as an Erosion Control device
and/or removed or destroyed during construction, it must be restored to the approved state
stormwater design condition prior to close-out of the erosion control plan and/or project
completion and/or transfer of the state stormwater permit. Upon restoration, a new or
updated certification will be required for the SCM(s) and a copy must be submitted to the
appropriate DEQ regional office.
Page 3 of 6

State Stormwater Management
Permit No. SW8 190818
7. MODIFICATIONS. No person or entity, including the permittee, shall alter any component
shown in the approved plans and specifications. Prior to the construction of any modification to
the approved plans, the permittee shall submit to the Director, and shall have received approval
for modified plans, specifications, and calculations including, but not limited to, those listed
below. For changes to the project or SCM that impact the certifications, a new or updated
certification(s), as applicable, will be required and a copy must be submitted to the appropriate
DEQ regional office upon completion of the modification.
a. Any modification to the approved plans and specifications, regardless of size including the
SCM(s), BUA, details, etc.
b. Redesign or addition to the approved amount of BUA or to the drainage area.
c. Further development, subdivision, acquisition, lease or sale of any, all or part of the project
and/or property area as reported in the approved plans and specifications.
d. Altering, modifying, removing, relocating, redirecting, regrading, or resizing of any
component of the approved SCM(s), stormwater collection system and/or vegetative
conveyance shown on the approved plan.
e. The construction of any allocated future BUA.
f. Adding the option to use permeable pavement or #57 stone within the lots as a permeable
surface. The request may require a proposed amendment to the deed restrictions and
protective covenants for the subdivision to be submitted and recorded.
g. The construction of any permeable pavement, #57 stone area, public trails, or landscaping
material within the common areas to be considered a permeable surface that were not
included in the approved plans and specifications.
h. Other modifications as determined by the Director.
B. DESIGNER'S CERTIFICATION. Upon completion of the project, the permittee shall determine if
the project is in compliance with the approved plans and take the necessary following actions:
a. If the permittee determines that the project is in compliance with the approved plans, then
within 45 days of completion, the permittee shall submit to the Division one hard copy and
one electronic copy of the following:
i. The completed and signed Designer's Certification provided in Attachment A
noting any deviations from the approved plans and specifications. Deviations
may require approval from the Division;
ii. A copy of the recorded operation and maintenance agreement;
iii. Unless already provided, a copy of the recorded deed restrictions and
protective covenants; and
iv. A copy of the recorded plat delineating the public rights -of -way, dedicated
common areas and/or permanent recorded easements, when applicable.
b_ If the permittee determines that the project is not in compliance with the approved plans, the
permittee shall submit an application to modify the permit within 30 days of completion of the
project or provide a plan of action, with a timeline, to bring the site into compliance.
9_ OPERATION AND MAINTENANCE. The permittee shall provide and perform the operation and
maintenance necessary, as listed in the signed operation and maintenance agreement, to
assure that all components of the permitted on -site stormwater system are maintained at the
approved design condition. The approved operation and maintenance agreement must be
followed in its entirety and maintenance must occur at the scheduled intervals.
a. CORRECTIVE ACTIONS REQUIRED. If the facilities fail to perform satisfactorily, the
permittee shall take immediate corrective actions. This includes actions required by the
Division and the stormwater rules such as the construction of additional or replacement on -
site stormwater systems. These additional or replacement measures shall receive a permit
from the Division prior to construction.
b. MAINTENANCE RECORDS. Records of maintenance activities must be kept and made
available upon request to authorized personnel of the Division. The records will indicate the
date, activity, name of person performing the work and what actions were taken.
Page 4 of 6

State Stormwater Management
Permit No. SW8 190818
10. PERMIT RENEWAL. A permit renewal request must be submitted at least 180 days prior to the
expiration date of this permit. The renewal request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(3).
11. CURRENT PERMITTEE NAME OR ADDRESS CHANGES. The permittee shall submit a
completed Permit Information Update Application Form to the Division within 30 days to making
any one or more of the following changes:
a. A name change of the current permittee;
b. A name change of the project;
c. A mailing address change of the permittee.
12. TRANSFER. This permit is not transferable to any person or entity except after notice to and
approval by the Director. Neither the sale of the project and/or property, in whole or in part, nor
the conveyance of common area to a third party constitutes an approved transfer of the permit.
a. TRANSFER REQUEST. The transfer request must include the appropriate application,
documentation and the processing fee as outlined in 15A NCAC 02H.1045(2) and must be
submitted upon occurrence of any one or more of the following events:
i. The sale or conveyance of the project and/or property area in whole or in part,
except in the case of an individual residential lot sale that is made subject to the
recorded deed restrictions and protective covenants;
ii. The assignment of declarant rights to another individual or entity;
iii. The sale or conveyance of the common areas to a Homeowner's or Property
Owner's Association, subject to the requirements of NCGS 143-214.7(c2);
iv_ Dissolution of the partnership, corporate, or LLC entity, subject to NCGS 55-14-05
or NCGS 57D-6-07 and 08;
V. Bankruptcy;
vi. Foreclosure, subject to the requirements of Session Law 2013-121;
b. TRANSFER INSPECTION Prior to transfer of the permit, a file review and site inspection
will be conducted by Division personnel to ensure the permit conditions have been met and
that the project and the on -site stormwater system complies with the permit conditions.
Records of maintenance activities performed to date may be requested. Projects not in
compliance with the permit will not be transferred until all permit and/or general statute
conditions are met.
13_ COMPLIANCE. The permittee is responsible for complying with the terms and conditions of this
permit and the approved plans and specifications until the Division approves the transfer
request.
a. REVIEWING AND MONITORING EACH LOT FOR COMPLIANCE. The permittee is
responsible for verifying that the proposed BUA on each individual lot and for the entire
project does not exceed the maximum amount allowed by this permit. The permittee shall
review all individual lot plans for new construction and all subsequent modifications and
additions for compliance. The plans reviewed must include all proposed BUA, grading, and
driveway pipe placement. The permittee shall not approve any lot plans where the maximum
allowed BUA limit has been exceeded or where modifications are proposed to the grading
and/or to the stormwater collection system and/or to the vegetated conveyance unless and
until a permit modification has been approved by the Division. The permittee shall review
and routinely monitor the project and each lot to ensure continued compliance with the
conditions of the permit, the approved plans and specifications, and the recorded deed
restrictions and protective covenants. The permittee shall notify any lot owner that is found
to be in noncompliance with the conditions of this permit in writing and shall require timely
resolution.
b. ARCHITECTURAL REVIEW BOARD (ARB) OR COMMITTEE (ARC). The permittee may
establish an ARB or ARC to conduct individual lot reviews. However, any approval given by
the ARB or ARC on behalf of the permittee does not relieve the permittee of the
responsibility to maintain compliance with the conditions of the permit and the approved
plans and specifications.
Page 5 of 6

State Stormwater Management
Permit No. SW8 190818
c. APPROVED PLANS AND SPECIFICATIONS. A copy of this permit, approved plans,
application, supplement, operation and maintenance agreement, all applicable recorded
documents, and specifications shall be maintained on file by the permittee at all times.
d. DIVISION ACCESS. The permittee grants Division Staff permission to enter the property
during normal business hours to inspect all components of the permitted project.
e. ENFORCEMENT. Any individual or entity found to be in noncompliance with the provisions
of a stormwater management permit or the requirements of the stormwater rules is subject to
enforcement procedures as set forth in NCGS 143 Article 21.
f. OBTAINING COMPLIANCE. The Director may notify the permittee when the permitted site
does not meet one or more of the minimum requirements of the permit. Within the time
frame specified in the notice, the permittee shall submit a written time schedule to the
Director for modifying the site to meet minimum requirements. The permittee shall provide
copies of modified plans and certification in writing to the Director that the changes have
been made.
g. OTHER PERMITS. The issuance of this permit does not preclude the permittee from
obtaining and complying with any and all other permits or approvals that are required for this
development to take place, as required by any statutes, rules, regulations, or ordinances,
which are imposed by any other Local, State or Federal government agency having
jurisdiction. Any activities undertaken at this site that cause a water quality violation or
undertaken prior to receipt of the necessary permits or approvals to do so are considered
violations of NCGS 143-215.1, and subject to enforcement procedures pursuant to NCGS
143-215.6.
Permit issued this the 211 day of July 2020
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
n.
Brian Wren , Dir o
Division of Energy, Mineral and Land Resources
By Authority of the Environmental Management Commission
Permit Number SW8 190818
Page 6 of 6

State Stormwater Management
Permit No. SW8 190818
Attachment A
Certification Forms
The following blank Designer Certification forms are included and specific for this project:
• As -Built Permittee Certification
• As -Built Designer's Certification General MDC
• As -Built Designer's Certification for Wet Detention Pond Project
A separate certification is required for each SCM. These blank certification forms may be copied and
used, as needed, for each SCM and/or as a partial certification to address a section or phase of the
project.
Page 1 of 1

State Stormwater Management
Permit No. SW8 190818
AS -BUILT PERMITTEE CERTIFICATION
I hereby state that I am the current permittee for the project named above, and I certify by my signature below,
that the project meets the below listed Final Submittal Requirements found in NCAC 02H.1042(4) and the
terms, conditions and provisions listed in the permit documents, plans and specifications on file with or provided
to the Division.
HCheck here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast Track As -built Package Submittal.
Printed Name
I,
County of
Signature
a Notary Public in the State of
do hereby certify that
personally appeared before me this day of , 20
and acknowledge the due execution of this as -built certification. (SEAL)
Witness my hand and official seal
My commission expires
Permit, m's Certification NCAC . l 2(4)
Coi pleteri I
Pmvicwd
N/A
A. DEED RESTI€ IMONS i BUA RECORDS
1. The deed restrictions and protective covenants have been recorded and
contain the necessary language to ensure that the project is maintained
consistent with the stormwater regulations and with the permit conditions.
Y or N
2. A copy of the recorded deed restrictions and protective covenants has been
provided to the Division.
Y or N
3. Records which track the BUA on each lot are being kept. (See Note 1)
Y or N
B. AAINTENANCE ACCESS
1. The SCMs are accessible for inspection, maintenance and repair.
Y or N
2. The access is a minimum of 10 feet wide.
Y or N
3. The access extends to the nearest public right-of-way.
Y or N
C. EASEMENTS
1. The SCMs and the components of the runoff collection / conveyance system
are located in recorded drainage easements.
Y or N
2. A copy of the recorded plat(s) is provided.
Y or N
D. SINGLE FAMMY RESIDENTIAL LOTS - Plats for residential lots that
have an SCV_ include the %112
Y or N
1. The specific location of the SCM on the lot.
Y or N
2. A typical detail for the SCM.
Y or N
3. A note that the SCM is required to meet stormwater regulations and that the
lot owner is subject to enforcement action as set forth in NCGS 143 Article
21 if the SCM is removed, relocated or altered without prior approval.
Y or N
I. OPERATION AND MAINTENANCE AGREEMENT
Y or N
1. The O&M Agreement is referenced on the final recorded plat.
Y or N
2. The O&M Agreement is recorded with the Register of Deeds and appears in
the chain of title.
Y or N
F. OPERATION AND MAINTENANCE PLAN — mar-_tenance record, are
beingin a Mown set location for each SCM and are available for review.
Y or N
G. DESIGNEWS ERTMCATION FORM — ha3 been provided to the
Division.
y or N
Note 1- Acceptable records include ARC approvals, as -built surveys, and county tax records.
Page 1 of 7

State Stormwater Management
Permit No. SW8 190818
Provide an explanation for every requirement that was not met, and for every "N/A" below. Attach additional
sheets as needed.
Page 2 of 7

State Stormwater Management
Permit No. SW8 190818
AS -BUILT DESIGNER'S CERTIFICATION GENERAL MDC
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets the below listed General MDC found in NCAC 02H.1050 in accordance with the permit
documents, plans and specifications on file with or provided to the Division, except as noted on the "AS -
BUILT" drawings, such that the intent of the stormwater rules and statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is a part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name Signature
NC Registration Number.
SEAL:
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
O Circle N if the as -built value differs from the Plan. If N is circled, provide an explanation on Page 2.
©N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this SCM or project.
Consuhant's Cer iifxcation NCAC .1003((3) & Genera. I&K ,I050
TAs-hWIt
I QN/E
ON/A
A. TREATMENT RVAQUHMAWENTS
1. The SCM achieves runoff treatment.
Y or N
2. The SCM achieves runoff volume match.
Y or N
3. Runoff from offsite areas and/or existing BUA is bypassed.
Y or N
4. Runoff from offsite areas and/or existing BUA is directed into
Y or N
the permitted SCM and is accounted for at the full build -out
potential.
5. The project controls runoff through an offsite permitted SCM
Y or N
that meets the requirements of the MDC.
6. The net area of new BUA increase for an existing project has
Y or N
been accounted for at the appropriate design storm level.
7. The SCM(s) meets all the specific minimum design criteria.
Y or N
B. VEGETATED SETBACICS / BUA
1. The width of the vegetated setback has been measured from
Y or N
the normal pool of impounded waters, the MHW line of tidal
waters, or the top of bank of each side of rivers or streams.
2. The vegetated setback is maintained in grass or other
Y or N
vegetation.
3. BUA that meets the requirements ofNCGS 14.3-2.14.7 (b2)(2)
Y or N
is located in the setback.
4. BUA that does not meet the requirements of NCGS 143-214.7�
Y or N
(b2)(2) is located within the setback and is limited to:
a. Publicly funded linear projects (road, greenway sidewalk)
b. Water -dependent structures
c. Minimal footprint uses (utility poles, signs, security
lighting and appurtenances)
5. Stormwater that is not treated in an SCM is released at the
Y or N
edge of the setback and allowed to flow through the setback as
dispersed flow.
Page 3 of 7

State Stormwater Management
Permit No. SW8 190818
(PAs4w''lt
®N/E
?N/A
C. A —the oWet haniksthe peak w
Y N
feria the 10 storms with no 4qmdope crosio:n:,
cr
D. VARIATIONS
1. A variation (alternative) from the stormwater rule provisions
Y N
has been implemented.
or
2. The variation provides equal or better stormwater control and
Y N
equal or better protection of surface waters.
or
E. COMPLIANCE OTHER REGULATORY
Y N.
PROGRAM lu �s been met
or
F. G -the vc €, one of the SCM takes the runoff fi• ttt all
surfaces into a count and is suffrcu t to handle the required stom
Y or N
G. CONTAMNATED SOS — infiltrutting SCM's eve nat located
Y or N
in p! qn, ulrew with cozoaq. J 71ated soils.
SIDE SLOPES
1. Vegetated side slopes are no steeper than 3H:1V.
Y or N
2. Side slopes include retaining walls, gabion walls, or other
Y or N
surfaces that are steeper than 3H:1V.
3. Vegetated side slopes are steeper than 311:1V (provide
Y or N
supporting documents for soils and vegetation).
L EROSION PROTECTION
1. The inlets do not cause erosion in the SCM.
Y or N
2: The outlet does not cause erosion downslope of the discharge
Y or N
point during the peak flow from the 10 year storm.
J. EXCESS FLOWS —An overflow I bnws has been vicled.
Y or N
K. UEWA G - A medwd to drawdown stawhing water has
Y or N
been vmvided to faciiiMe maintenance ate
L. CLEANOM AFTER CONSTRUCTION — the SCM has been
Y or N
cleaned out ai sd converted to its approved dmign state.
M. 14IAIlTMANCE ACCESS
1. The SCM is accessible for maintenance and repair.
Y or N
2. The access does not include lateral or incline slopes >3:1.
Y or N
N. DESIGNER QUALIFICATIONS (FAST -TRACK ) —
The designer is lizensed under Cbapkrs. 99A, 39C, 89E, or 99F of
Y or N
the General Statutes.
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "WE", below.
Attach additional pages as needed:
Page 4 of 7

State Stormwater Management
Permit No. SW8 190818
AS -BUILT DESIGNER'S CERTIFICATION FOR WET DETENTION POND PROJECT
I hereby state that I am a licensed professional and I certify by my signature and seal below, that I have observed
the construction of the project named above to the best of my abilities with all due care and diligence, and that
the project meets all of the MDC found in NCAC 02H.1053, in accordance with the permit documents, plans
and specifications on file with or provided to the Division, except as noted on the "AS -BUILT" drawings, such
that the intent of the stormwater rules and the general statutes has been preserved.
Check here if this is a partial certification. Section/phase/SCM #?
Check here if this is part of a Fast -Track As -Built Package Submittal per .1044(3).
Check here if the Designer did not observe the construction, but is certifying the project.
Check here if pictures of the SCM are provided.
Printed Name
NC Registration Number
SEAL:
Signature
Date
Consultant's Mailing Address:
City/State/ZIP
Phone Number
Consultant's Email address:
i0 Circle N if the as -built value differs from the Plan/permit. If N is circled, provide an explanation on page 2
©N/E = not evaluated (provide explanation on page 2) OO N/A = not applicable to this project or SCM.
This Certification must be completed in conjunction with the General MDC certification under NCAC 02H.1050
Consultant's Certification (MDC .1053)
(BAs-built
QNIE
®N/A
A. Fombay / Depths / FaaoWn
1. The available Sediment storage is consistent with the approved
Y N
plan and is a minimum of 6 in.
or
2. Water flow over the forebay berm into the main pond occurs at a
Y N
non -erosive velocity.
or
3. The provided Forebay Volume is 15%-20% of the main pool
Y N
volume.
or
4. The Forebay entrance elevation is deeper than the exit elevation
Y N
into the pond.
or
5. The Average Design Depth of the main pond below the
Y N
permanent pool elevation is consistent with the permitted value.
or
6. Fountain documentation is provided.
Y or N
B: Side slopes / Bauks /Vegeftted Sbelf .
1. The width of the Vegetated Shelf is consistent with the approved
Y N
Tans and is a minimum of 6 feet.
or
2. The slope of the Vegetated Shelf is consistent with the approved
Y N
plans and is no steeper than 6:1.
or
C. As -built MuiB Pod / Areas / Va4 amen / Ekwations
1. The permanent pool surface area provided is consistent with the
Y N
ermitted value.
or
2. The Temporary Pool Volume provided is consistent with the
Y N
permitted value.
or
3. The permanent pool elevation is consistent with the permitted
Y N
value.
or
4. The temporary pool elevation is consistent with the permitted
Y N
value.
or
Page 5 of 7

State Stormwater Management
Permit No. SW8 190818
- -
t1DAs-built
QN/E
®N/A
D.. Ind / [?aft / Drawdown
1.
The design volume draws down in 2-5 days.
Y
or
N
2.
The size of the Orifice is consistent with the permitted value.
Y
or
N
3.
A trash rack is provided on the outlet structure.
Y
or
N
4.
Hydrologic impacts to the receiving channel are minimized from
the 1 yr 24 hr storm discharge?
Y
or
N
5.
The inlets and the outlet location are situated per the approved
plan and avoid short-circuiting.
y
or
N
E. Vegetatkm
1.
The vegetated shelf has been planted with a minimum of 3
diverse species.
Y
or
N
2.
The vegetated shelf plant density is consistent with the approved
plans and is no less than 50 plants per 200 sf or no less than 24
inches on center.
Y
or
N
Provide an explanation for every MDC that was not met, and for every item marked "N/A" or "N/E" below.
Attach additional pages as needed:
Page 6 of 7

State Stormwater Management
Permit No. SW8 190818
Attachment C: Impervious Area Summary
Permitted Permitted
1/14/2020 7/21/2020
Impervious
313,078
313,078
Onsite Buildings
(31 lots at S,OOOsf/lot)
155,000
0
Onsite Buildings
(31 lots at 7,000sf/lot)
0
217,000
Onsite Streets
40,844
40,844
Onsite Parking
0
0
Onsite Sidewalks
7,234
7,234
Other Onsite
0
0
Future
110,000
48,000
Page 7 of 7

_4 Operation & MaintenanEe Agreement
Project Name:
Project Location:
The Village at Motts Landing Phase 2E
630 Glen Ellen Road
iviamtenance recoras snau oe Kept on the following BMP(s). This maintenance record shall be kept in a log in a M
Any deficient BMP elements noted in the inspection will be corrected, repaired, or replaced immediately. These
affect the integrity of structures, safety of the public, and the pollutant removal efficiency of the BMP(s).
The BMP(s) on this project include (check all that apply & corres o
Bioretention Cell
Quantity:
Dry Detention Basin
Quantity:
Grassed Swale
Quantity:
Green Roof
Quantity:
Infiltration Basin
Quantity:
Infiltration Trench
Quantity:
Level SpreaderNFS
Quantity:
Permeable Pavement
Quantity:
Proprietary System
Quantity:
Rainwater Harvesting
Quantity:
Sand Filter
Quantity:
Stormwater Wetland
Quantity:
Wet Detention Basin
Quantity:
1
Disconnected Impervious Area
Present:
No
User Defined BMP
Present:
No
O&M tables will
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
Location(s):
I acknowledge and agree by my signature below that I am responsible for the performance of the maintenance procedures listed for
each BMP above, and attached O&M tables. I agree to notify NCDENR of any problems with the system or prior to any changes to
the system or responsible party.
Signature:
* Responsible Party:
Title & Organization:
Street address:
City, state, zip:
Phone number(s):
Email:
Arnold
2020 S. Churchill Drive
Wilmington, NC 28403
810-763-2629
Date:
a Notary Public for the State of Nlmh a
County of J�-f'/' , do hearby certify that mnid _
personally appeared before me this 2 day of l and
acknowledge the due execution of the Operations and Maintenance Agreement.
Witness my hand and official seal,
� s
Seal -•.........-
My commission expires J ,Z.
STORM-EZ
Version 1.4 6/27/2019
O&M Manual Page 1 of 4

Wet Detention Pond Maintenance Requirements
The wet detention basin system is defined as the wet detention basin, pretreatment including forebays and the vegetated filter if one
is provided. ,4
Important maintenance procedures:
Immediately after the wet detention basin is established, the plants on the vegetated shelf and perimeter of the L
basin should be watered twice weekly if needed, until the plants become established (commonly silieks).
_ No portion of the wet detention pond should be fertilized after the first initial fertilization that is required to
establish the plants on the vegetated shelf.
Stable groundcover should be maintained in the drainage area to reduce the sediment load to the wet detention
basin.
If the basin must be drained for an emergency or to perform maintenance, the flushing of sediment through the
emergency drain should be minimized to the maximum extent practical.
- Once a year, a dam safety expert should inspect the embankment.
After the wet detention pond is established, it should be inspected once a month and within 24 hours after every storm event
greater than 1.0 inches (or 1.5 inches if in a Coastal County). Records of operation and maintenance should be kept in a
known set location and must be available upon request.
inspection activities shall be performed as follows. Any problems that are found shall be repaired immediately
BMP element:
Potential problem:
How I will remediate the problem:
The entire BMP
Trash/debris is present.
Remove the trash/debris.
The perimeter of the BMP
Areas of bare soil and/or
erosive gullies have formed.
Regrade the soil if necessary to remove the gully, and then plant a
ground cover and water until it is established. Provide lime and a one-
time fertilizer application.
Vegetation is too short or too
long.
Maintain vegetation at a height of approximately six inches.
The inlet device
The pipe is clogged.
Unclog the pipe. Dispose of the sediment off -site.
The pipe is cracked or
Replace the pipe.
otherwise damaged.
Erosion is occurring in the
swale.
Regrade the swale if necessary to smooth it over and provide erosion
control devices such as reinforced tun` matting or riprap to avoid future
problems with erosion.
Stone verge is clogged or
Remove sediment and replace with clean stone.
covered in sediment (if
applicable).
The forebay
Sediment has accumulated to
a depth greater than the
original design depth for
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
will not cause impacts to streams or the BMP.
sediment storage.
Erosion has occurred.
Provide additional erosion protection such as reinforced turf matting or
riprap if needed to prevent future erosion problems.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
The vegetated shelf
Best professional practices
show that pruning is needed
Prune according to best professional practices
to maintain optimal plant
health.
!
Plants are dead, diseased or
Determine the source of the problem: soils, hydrology, disease, etc.
Remedy the problem and replace plants. Provide a one-time fertilizer
Idying.
application to establish the ground cover if a soil test indicates it is
necessary.
Weeds are present.
Remove the weeds, preferably by hand. If pesticide is used, wipe it on
the plants rather than spraying.
STORM-EZ
6/27/2019
Version 1.4 O&M Mama! Page 2 of 4

Wet Detention Pond Maintenance Requirements (Continued)
The main treatment area
Sediment has accumulated to
a depth greater than the
original design sediment
Search for the source of the sediment and remedy the problem if
possible. Remove the sediment and dispose of it in a location where it
will not cause impacts to streams or the BMP.
storage depth.
Algal growth covers over 50%
of the area.
Consult a professional to remove and control the algal growth.
Cattails, phragmites or other
invasive plants cover 50% of
Remove the plants by wiping them with pesticide (do not spray).
the basin surface.
The embankment
Shrubs have started to grow
on the embankment.
Remove shrubs immediately.
Evidence of muskrat or
beaver activity is present.
Use traps to remove muskrats and consult a professional to remove
beavers.
A tree has started to grow on
the embankment.
Consult a dam safety specialist to remove the tree.
An annual inspection by an
Make all needed repairs.
appropriate professional
shows that the embankment
needs repair. (if applicable)
The outlet device
Clogging has occurred.
Clean out the outlet device. Dispose of the sediment off -site.
The outlet device is damaged
Repair or replace the outlet device.
The receiving water
Erosion or other signs of
damage have occurred at the
Contact the local NC Department of Environment and Natural
Resources Regional Office.
outlet.
The measuring device used to determine the sediment elevation shall be such that it will give an accurate depth reading and not
readily penetrate into accumulated sediments.
STORM-EZ
Version 1.4 O&M Manual 6127/2019
Paae 3 of 4

Wet Detention Pond Design umma
t ., i '70:? iy :Si tr',5
WET POND ID FOREBAY - MAIN POND
1 Permanent Pool El. 15 Permanent Pool El. 15
Temporary Pool El: 19 Temporary Pool El: 19
Pretreatment other No Clean Out Depth: 3 Clean Out Depth: 7
than forebay? Sediment Removal El: 12 Sediment Removal El: 8
Has Veg. Filter? No Bottom Elevation: 13 Bottom Elevation: 9
I
r ? 'LU
�7
6Y"
STORM-EZ
Version 1.4 O&M Manual 8/20/2019
Page 4 of 4

DEMLR USE ONLY
Dat Re ived1 Fee Paid Permit Number
11 U V o °.
w R"
S T ORMWATER PERMITTING FOR 7:
F
Standard Permitting Program — No Fee for Minor IViAdification
Express Permitting Program — See Express Fee Schedule it i
BY:_
Only complete applications packages will be accepted and reviewed. This form and the required items (with
original signatures) must be sent to the appropriate DEMLR Regional Office, which can be determined by locating
the project on the interactive online map at http:// leg. nc. gov/contact/ regional -offices.
This form is to only to be used by the current permittee to notify the Division of a minor
modification. Pursuant to Rule 15A NCAC 02H .1002 a minor modification is a change to the project that.
1) does not increase the net built -upon area; and/or
2) does not change the size or design of the SCM(s).
A. GENERAL INFORMATION
1. State Stormwater Permit Number: SW8 190818
2. Current Permit Holder's Company Name/Organization: Aftew Properties, LLC
3. Signing Official's Name: Arnold L. Sobol
4. Signing Official's Title: Member Manager
5. Mailing Address: 2020 S. Churchill Drive
City: Wilmington State: NC ZIP: 28403
6. Street Address (if different):
City: State: ZIP:
7. Phone: [phone] Email: lobos251(6-aol.com
8. Describe the minor modifications that you are requesting, including any revised BUA allocations (attach
additional pages or supporting tables similar to Section iV.10 of the original application, if needed):
Increase BUA per lot from 5 000 sf to 7,000 sf for all 31 lots. Move 62,000 sf from "Future" to "On -site
Buildings/lots". Remaining "Future" = 48.000 sf. New "On -site buildings" total = 2W 000 sf.
B. SUBMITTAL REQUIREMENT IF
Please mark "Y" to confirm the items are included with this form. Please mark W" if previously provided. if not
applicable or not available, please mark N/A.:
Y 1. Two hard copies (with original signatures) and one electronic copy of this completed form.
N/A 2. Two hard copies and one electronic copy of the revised plan sheets (must be a revision of the
originally approved plan sheets).
Y 3. if there is reallocation of lot BUA, a copy of the revised recorded deed restrictions and protective
covenants OI: the proposed recorded deed restrictions and protective covenants documenting
the changes and a signed agreement to provide the final recorded document.
N/A 4. If applicable, the appropriate Express review fee.
Stormwater Permit Form 7: Minor Modification Page i of 2 July 14, 2017

C. CONTACT INFORMATIOK!
The Design Professional who is authorized to provide information on the Applicant's behalf:
Design Professional's Name:Phillip G. Tripp. P.E.
Consulting Firm: Tripp Engineering
Mailing Address:419 Chestnut Street
City:Wilmington State:NNCT Zip:28401
Phone: [phone] Fax: [phone]
Email::officeCcDtrippengineering.com
[OPTIONAL] If you would like to designate another person to answer questions about the project:
Name & Title:
Organization: _
Mailing Address:
City: State: Zip:
Phone: ( 1 Fax: ( )
Email:
D. CERTIFICATION OF PERHIITTEE
I, Arnold L. Sobol , the current permittee, certify that I have authorized the minor
modifications Iis^in Section A and shown in the attached revised plan sheets. I further attest that this information is
accurate and compto to the best
Signature:
I. -T)-do - C. cairn , a Notary Public for the State of _ L n PwoU g�
County of kfili , do hereby certify that 11rarid L. -&6dl
personally appeared before me this the 5" day of 064,fig , 20 ZO , and
acknowledge the due execution of the forgoing instrume9t,1W&% 1&& y hand and official seal,
(Notary Seal) �Af�®�AR�
pIJB00
Notary Signature
My commission expires /0 -/15�4
�40�g
MAY 112020
Jq
BY:
Storm+nraier Permii Form 7: Minr)r !Aodification ;Page 2 of 2 Oct 6, 2017

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Arnold L. Sobol , acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8190818 , as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is _7, 000 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. This may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not require o provide these additional measures.
Signature: '" Date: c(eb`�,,,,��' I,.4V
l'Aai, a Notary ublic in the BY.
State of North Carolina , County of Aftle
do hereby certify that Arnold L. Sobol personally appeared
before me this the day of , and acknowledge
the due execution of the foregoing instrument. itness my hand and official seal,
Signature �° O*TA @y,
My Commission expires I
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1
AUByoG

SUPPLEMENT-EZ COVER PAGE
LOAD SUPPLEMENT FO!;MS
PROJECT INFORMATION
"Project Name- `—�— _ — The Village at Motts Landing Phase 2E
k. 2 _ J Project Area act-
3 1 Coastal Wetland Area (ac)_
4 Surface Water Area
5 lis this project High or Low Density?
6 Does this project use an off -site SCM?--- -
:OMPLIANCE WITH 02H .1003(4)
7 'Width of vegetated setbacks_provided
8 Will the vegetated setback remain vegetated?
_ 9 Ils BUA other that as listed in .1003(4](od) gut of the setback?
10 11s streambank stabilization proposed on this project?
�NUMSER AND TYPE OF SCMs::
111 Infiltration S sty em_--
12 iBioretentio_n Cell
,13 13 (Wet Pond
-t------ -- ---_----- __ __
14 IStormwater Wetland_____ _ —
_15 Permeable Pavement
_ _and Filter
17 Rainwater Harvesting-
18_iGreen Roof
19-(Level Spreader-FilterStri LS-FSL__-----�—
_20 1 Disconnected Impervious Surface (DlS)_
2, _(Treatment Swale
23 StormFilter
24 _ Silva Cell--
25 I B@yfilter ;
26 IFilterra
LOAD SUPPLEMENT FORMS
DESIGNER CERTIFICATION
27
1 Name and Title:
28
(Organization:
" 29-
-- -- --� -- --- -
Street address: —
30
I Cit_State, Zp:—
31
_]Phone number(s):
32-
_
...__
18.00
.0 -- ---
0 _
High . _ •
No
10
Yes--- - —
Yes
No
- -- - U -
-- --- 0 —
1
_-0 --
0
Phillip, G -Tripp, PE
Tripp Engineering, PC
419 Chestnut Street
Wilmington, NC 28401
910-763-5100
[e-mail]
Certification Slatement -...
I certify, Under pelalty of law that this Supplement-EZ form and all supporting information were prepared under my direction or
supervision; that the information provided in the form is, to the best of my knowledge and belief, true, accurate, and complete; and
that the engineering plans, spsoifications, operation and maintenance agreements and other supporting information are consistent
with the information provided here.
ooa -v,N°•CAR oar
o
4 SEAL
I z• 17374 S a
INVE. -
,o®s`o OR EG�R, o`®10
Date
I:
�. yam., ._. .
I„
BY:

I
DRAINAGE AREAS
1 ;Is this a high density project? w _-
2 ! If so, number of drainage areas/SCMs
_._.. T_.-
Is all/part of this project subject to previous rule
3 iversions?
FORMS LOADED
ZAINAGE AREA INFORMATION
4 Type of SCM
5 iTotal BUA in project (sq fft____ —�-~
WN BUA on subdivided lots (subject to permitting)
—i New BUA outside of subdivided lots (subject to
7_�grmitting)(sD
8 1Offsite -total arealsq ft)
9 AOffsite BUA (sqJ
10 (Breakdown of new BUA outside subdivided lots:
—f -- Parking
-Sidewalk�sgft)
I _ - Roof (sq ft)
- Roadwa s ft
_ - Future_ (sgrft)
- Other, please specify in the comment box be
11
12
13
14
15
16
17
18
19
20
New infiltrating permeable pavement on subdivided
lots s ft
New infiltrating permeable pavement outside of
subdivided lots_Lgft) _ _ _
Exisitng BUA that will remain (not subject to
1
No
. ` E" .f
13Y:
re site 1
_Wet. Pond
784080 sf
155000 sf
158078 sf
(Existing BUA that is already permitted jsq ft) _-
JExisting BUA that will be removed sq ft)
(Percent BUA
-iDesi n storm (inchesL _
ce'---.- ------ - -
!Desiq_n volume of SCM (cu ft
Calculat on method for design volume
TIONAL INFORMATION 4.
i Please use this space to provide any additional information about the
jdrainage area(s):
WNAGE. AREA INFORMATION
4 IType_of SCM-
5 (Total BUA from protect (sq
6—_1995 rules _ --
SL 2006--246
2008 rules
ntire Site
N/A
7234 sf
40844 sf
110000 sf
- 39 9%
1.5 in
134922
Wet Pond

2017 rules _ _
;New BUA on subdivided lots (subject to _
313078 sf
- 7J permitting) (sq ft)
;a
i 1995 rules---�-----
T
! SL 2006-246
2008 rules
_ 2017 rules _ _ _ _
- 'New BUA outside of subdivided lots (subject to
155000 sf
8 permitting) (sf)
-
1995 rules
SL 2006446
I 2008 rules
C 2017 rules
-- -
BY:
-
- -
158078 sf
-
- 9��Offsite - total area (sgwft)
_ j 1995 rules
�;_-J _ _SL 2006-246 _ _--� -_. _ _T-�
---I 2008 rules--
_ 2017 rules -�
--
10 ;Offsite B_UA (sq ft)-
1995 rules
SL 2006-246
_
f _200_8 rules -
2017 rules
11 (Design storm (inches)
1995 rulesm-
SL 2006-246
2008 rules
E
2017 rules_ _ _-_
.. 12 1Breakdown of new BUA: -�
1.5 in
- Parking s ft-_--__-�....-____ —
_..�S._� )_._
sf
155000 sf
40844 sf...._'
11_0000 sf
_ Sidewalks ft7234
—I -Roofs ft
_ -Road s ft
- ._ Y��.. .
-I _- Future (sq ft) - _ _ ____ _
s ( -Other, please specify in the comment box below!
New infiltrating permeable pavement on subdivided
3 1! lots (sq_ft) _
_
jNew infiltrating permeable pavement outside of
14 subdivided lots s_q ftL
-
. Exisitng BUA that will remain (not subject to
15 permitting)(sq f) _ _ _
16lExisting BUA _that -is already permitted (sq ft)
17 I Existing BUA that will be removed Lsq it) _
18 ' Percent BUA
s
19 _ Design volume of SCM (cu ft) _ _
-20 fCalculation method for design volume
134922 cf
Rational
AI3DITIONAL INFORMATION
v!Please use this space to provide any additional
21 1,information about the drainage area(s):

High Density Residential Subdivisions
Deed Restrictions & Protective Covenances
In accordance with Title 15 NCAC 2H.1000 and S.L. 2006-246, the Stormwater Management Regulations,
deed restrictions and protective covenants are required for High Density Residential Subdivisions where
lots will be subdivided and sold and runoff will be treated in an engineered stormwater control facility. Deed
restrictions and protective covenants are necessary to ensure that the development maintains a "built -upon"
area consistent with the design criteria used to size the stormwater control facility.
I, Arnold L. Sobol , acknowledge, affirm and agree by my signature below, that I will cause
the following deed restrictions and covenants to be recorded prior to the sale of any lot:
1. The following covenants are intended to ensure ongoing compliance with State Stormwater
Management Permit Number SW8190818 as issued by the Division of Water Quality under the
Stormwater Management Regulations.
2. The State of North Carolina is made a beneficiary of these covenants to the extent necessary to
maintain compliance with the stormwater management permit.
3. These covenants are to run with the land and be binding on all persons and parties claiming under
them.
4. The covenants pertaining to stormwater may not be altered or rescinded without the express written
consent of the State of North Carolina, Division of Water Quality.
5. Alteration of the drainage as shown on the approved plan may not take place without the concurrence
of the Division of Water Quality.
6. The maximum allowable built -upon area per lot is 7.000 square feet. This allotted amount
includes any built -upon area constructed within the lot property boundaries, and that portion of the
right-of-way between the front lot line and the edge of the pavement. Built upon area includes, but is not
limited to, structures, asphalt, concrete, gravel, brick, stone, slate, coquina and parking areas, but does
not include raised, open wood decking, or the water surface of swimming pools.
7. Each lot will maintain a 30** foot wide vegetated buffer between all impervious areas and surface
waters.
**50 foot for projects located in the 20 coastal counties.
8. All runoff from the built -upon areas on the lot must drain into the permitted system. 1-his may be
accomplished through a variety of means including roof drain gutters which drain to the street, grading
the lot to drain toward the street, or grading perimeter swales to collect the lot runoff and directing them
into a component of the stormwater collection system. Lots that will naturally drain into the system are
not required to provide these additional measures.
Signature:-"'U -° Date:."po
a Notary ublic in the
State of North Carolina , County of Rider ,
do hereby certify that Arnold L. Sobol personally appeared
before me this the -57' day of , ZD20 , and acknowledge
the due execution of the foregoing instrument. fitness my hand and official seal, N C. B���
.. q�SEAL *.�`'�,.• •••...... R
✓ -� ����j o: oTARy
Signature
My Commission expires
ousocj
Form DRPC-3 Rev.2 05Nov2009 Page 1 of 1